Laserfiche WebLink
Summit Engineers R Surveyo� Twe: '! Job• <br /> 2218 Old Highway 99 South �'B^� Wte: 7:sePM, 13 MAR oz <br /> Mount Vemon,WA.98273 ��Ption: <br /> Calculatlons by YSK g�ap�; <br /> - - - - - - <br /> IuK.SNw°J0°ono�oiv v��s.��.::,�,�,w�: Multi-Span Timber Beam � P� � <br /> ¢�isa�9s cx�acac c�ec\kicuo ecw.Caialations ' <br /> Description <br /> -__ - <br /> _ _ _ — � <br /> I General Infartnation <br /> Fb:Besic Allaw 1,130.0 psi Elastic Modulus 1.600.0 ksi <br /> All Spans Considered as�ndividual Beams Fv:Basic Aibw 95.0 psi Load Duralion Facla 1.000 <br /> Caleulatioiro are dealgnad to 7997 NDS and 1997 UBC RaquiremeMs <br /> --- ----------- . . .-------- --� -----� <br /> I Timber Member Information � <br /> Description <br /> Span n zo.00 <br /> Tim6er Section e.12 <br /> Beam Widih in 5.750 <br /> Beam Depth in 11.750 <br /> End Fixity Fiz�iree <br /> Le:Unbraced Lengih ft 20.00 <br /> Member Type --L. Sawn-- _. . . . . . _ . . _ <br /> ILoads � <br /> Live Load Used This Span 7 � Yes <br /> Dead Load #Ifl <br /> Livo Load Mlft 7920 <br /> Pant#1 pead Load Ibs <br /> Live Load Ibs 368.00 <br /> @ X fl 20D00 <br /> �Results � <br /> ����� ���e �s <br /> Mm�Qa Cntr in-k 0.0 <br /> @X= ftI 0.00 <br /> Max @ Left End in-kl 0.0 <br /> Max @ Righl End in-k 0.0 <br /> @:Aclual psi 0.0 <br /> Fb:Allava6le psi �.>>>�6 <br /> Bending ON <br /> Shear @ Lelt kl 1.95 <br /> Shear@Right k 0.00 <br /> fv:Actual psi 41.7 <br /> Fv:Alloaable psi 95.0 <br /> I ShearOK <br /> Reactions & Deflection � <br /> ,�..ov�. <br /> DL @ Lelt kl 0.00 <br /> LL @ Lefl k 1.95 <br /> ToWI�Lek kl 1.95 <br /> OL @ Right k 0.00 <br /> LL @ Righl h 0.00 <br /> Total�Right k 0.00 <br /> Max.DetlecUon in, -3.564 <br /> @X= ftl 20.00 . _ . . <br /> i Query Values ` <br /> Location ft 0.00 ���a <br /> Moment in-kl -278.4 <br /> Shear Ibsl� 2.0 <br /> Deflection in' 0.00�0 <br /> /�/ <br /> l <br />